Conference information
ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله6th International Conference on Seismology and Earthquake Engineering
Date: 15 May 2011
Index date: 6 May 2011
Pages: 4566
Papers:575
Views: 850449
Conference national idSEE06
Authors: 1,444 author
Total referrals: 10
6th International Conference on Seismology and Earthquake Engineering papers
8. A MATHEMATICAL MODEL FOR GENERATING THE PULSEFREE PART OF THE NEAR-FIELD EARTHQUAKES
Full textYear: 1390Language: EnglishPages: 814. A PARAMETRIC STUDY OF EARTHQUAKE IMPACT IN TWO ADJACENT BUILDING WHIT REGARD TO THEIR TORSIONS
Full textYear: 1390Language: EnglishPages: 820. AN EXPERIMENTAL INVESTIGATION ON IN-PLANE SEISMIC PERFORMANCE OF URM FLANGED WALLS
Full textYear: 1390Language: EnglishPages: 826. ANALYSIS AND DESIGN CIRCULAR TUNNELS UNDER EARTHQUAKE LOADS BY ARTIFICIAL NEURAL NETWORK
Full textYear: 1390Language: EnglishPages: 829. ANALYTICAL APPROACH TO SEISMIC EVALUATION OF A HISTORICAL MASONRY BUILDING – TABRIZ BAZAAR IN IRAN
Full textYear: 1390Language: EnglishPages: 930. APLICATION OF A GENERAL PROCEDURE FOR SELECTING AND SCALING REAL EARTHQUAKE RECORDS FOR IRANIAN DESIGN SPECTRA
Full textYear: 1390Language: EnglishPages: 831. APPLICATION OF SMA FOR VIBRATION CONTROL OF ARAILWAY BRIDGE
Full textYear: 1390Language: EnglishPages: 834. ASSESSMENT OF A MODIFIED-SSAP FOR ESTIMATING SEISMIC DEMANDS OF ASYMMETRIC CONCRETE BUILDINGS
Full textYear: 1390Language: EnglishPages: 839. BRAND NEW WEB BASED GIS SOFTWARE PLATFORM FOR CRISIS MANAGEMENT
Full textYear: 1390Language: EnglishPages: 841. Behavior of Base isolated Structures in the Christchurch Earthquake
Full textYear: 1390Language: EnglishPages: 842. CASE STUDIES OF BRACING SYSTEMS FOR MULTISTOREY TIMBER BUILDINGS UP TO 20 STOREYS
Full textYear: 1390Language: EnglishPages: 844. CENTRIFUGE MODELING OF BURIED PIPELINES RESPONSE DUE TO REVERSE FAULTING
Full textYear: 1390Language: EnglishPages: 745. CHARACTERIZATION OF LONG PERIOD STRONG GROUND MOTION
Full textYear: 1390Language: EnglishPages: 20
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